公路监理专业毕业论文--高速公路施工组织设计 23页

公路监理专业毕业论文310国道七标商丘至开封段施工组织设计班级：公路监理09302姓名：学号：成绩：指导老师：22 摘要工程施工组织设计是工程基本建设项目在设计招投标、施工阶段必须提交的技术文件施工组织设计对于能否优质、高效、按时、低耗的完成公路工程施工任务起着决定性的作用。310国道商丘至开封段七标民权境内，总长约11.322公里。分三个施工队平行施工。起点K437+539终点K448+860.路基宽度为0.75米土路肩+3.5米人行道+11米行车道+6米中央花坛+行车道11米+3.5米人行道+0.75米土路肩。共36.5米宽。路面宽度为3.5+3.5+11+11共29米。其设计结构：从上至下4cmAC-13细粒沥青混凝土+3cm中粒式沥青混凝土+3cm沥青下封层+18cm4%水泥稳定碎石+18cm4%水泥稳定碎石+15cm12％石灰稳定土+15cm10％石灰稳定土主要工程量：路基挖方m³，路基填方立方米，中桥3座，小桥3座。关键词：施工组织设计路基施工方法施工方案22 目录摘要1目录3第一章绪论4第二章工程概况52.1工程说明52.1.1地形地貌62.1.2工程地质62.1.3地震62.1.4气候62.1.5水文72.2施工措施72.2.1．施工期间安全措施72.2.2．确保工程质量的措施72.2.3．工期保障措施72.2.4．雨季施工及农忙季节的施工安排82.2.5．环境保护和文明施工措施8第三章工程进度83.1施工方法83.1.1路基的填料83.1.2路基的压实93.1.3构造物两侧路基93.1.4高填路基处理93.1.5、其它施工注意事项113.1.8路基防护123.2路基施工方案163.2.1施工准备1622 3.2.2人员及机具173.2.3路基土石方填筑203.2.4质量保证措施203.2.5安全保证措施213.3劳动力计划213.4主要材料计划表223.5工程进度图233.5.1主体工程进度图详见附表233.5.2附属工程进度图详见附表233.5.3土石方调配图详见附表23结论23致谢24第一章绪论22 工程施工组织设计是工程基本建设项目在设计招投标、施工阶段必须提交的技术文件，它是准备组织指导施工和编制施工作业的基本依据。施工组织设计是施工单位领导、职能部门指导施工准备工作、全面布置施工活动、指挥生产开展工作、进行项目管理、控制施工进度的依据。施工组织设计是工地领导进行劳动力和机械调配的依据。施工组织设计是工地全体员工进行施工生产活动的行动纲领施工组织设计是编制施工预算的主要依据总之，施工组织设计对于能否优质、高效、按时、低耗的完成公路工程施工任务起着决定性的作用。所以施工组织设计是工程的灵魂，要想快速高效的完成施工就必须有一套完整清晰的施工组织设计。第二章工程概况2.1工程说明310国道商丘至开封段七标民权境内，总长约11.322公里。分三个施工队平行施工。起点K437+539终点K448+860.路基宽度为0.75米土路肩+3.5米人行道+11米行车道+6米中央花坛+行车道11米+3.5米人行道+0.75米土路肩。共36.5米宽。路面宽度为3.5+3.5+11+11共29米。其设计结构：从上至下4cmAC-13细粒沥青混凝土+3cm中粒式沥青混凝土+3cm沥青下封层+18cm4%水泥稳定碎石+18cm4%水泥稳定碎石+15cm石灰稳定土+15cm石灰稳定土主要工程量：路基挖方m³，路基填方立方米，中桥3座，小桥3座。2.1.1地形地貌路线所经过的主要地貌单元有黄河冲积平原，土质多为沙土，标高40--70米。2.1.2工程地质22 路区经过多个地貌单元相对高差较大，地层岩性多遍，层位不稳定，其物理力学性质相差较大，局部有特殊性岩土分布，工程地质性质较好，工程地质条件属中等复杂类型。路区地基土以老地层为主，岩性为浅黄色，褐色，黄褐色粉质粘土，粘土，呈硬塑-坚硬状，含大量卵砾石及姜石，局部富集成姜石层，其工程地质性质较好，地表土承载力：180-240Kpa,2.1.3地震项目区地质构造发育，地质构造行迹明显，但活动性构造较少，金器没有发生过超过5级的地震，项目区地震动峰值加速度为0.05Kg,地震动反应谱特征周期为0.4-0.45.地震基本强度为6级。2.1.4气候项目区属温暖带大陆性气候，热量适中，光照充足，降水较少，变幅较大，具有明显垂直变化特点。宜阳年平均气温为14.5℃，最冷的元月份为零下2-3℃，最热的七月份为24.2-27.5℃。平均年降水量700-800mm,降水的时空分配很不均匀，雨季6-9月占60.3%，全年盛行东北风或西风，年平均1.9-2.9米每秒。2.1.5水文本项目内地表谷沟发育，主要含水类型为松散岩类空隙水，主要分布在洛河及其支流的河滩。地下水位埋深：黄土丘陵去大于20米，洛河河谷平原区4-15米。本勘测区内地质水文条件简单，水质呈偏碱性，含水层厚度较大，水量丰富。2.2施工措施2.2.1．施工期间安全措施1)成立施工期间安全小组，有明确的安全目标2)开工前对全体施工进行安全培训，提高安全意识，增强安全观念。严禁现场作业人员越出封闭路段。3)建立安全保障体系4)有安全技术保证措施5)施工现场交通安全事故应急预案。2.2.2．确保工程质量的措施22 1)强化质量意识，抓规章制度的落实。2)进行技术交底，施工工程质量控制3)建立完善的自检体系4)配备先进的施工设备和齐全的检测仪器。5)推行全面质量管理6)实行质量责任制和严格的奖惩制度2.2.3．工期保障措施1)成立技术过硬、团结协助的项目经理部2)人员设备按时进场，确保主体工程按期完成或提前完成。3)做出分项计划，实行动态目标管理，不断优化和改进施工技术方案，对投入本工程的人力、物力做出最合理、最科学、最有效的组合。4)充分协调与当地政府与群众的关系，解决好地方问题，创造良好的施工环境。5)采取经济手段，使施工进度与个人利益挂钩，调动施工单位的积极性。2.2.4．雨季施工及农忙季节的施工安排1)做好雨季施工前的准备2)雨季路基施工，做好路槽内的排水工作，拌合场集料准备盖棚防雨，水泥进行覆盖和防潮措施。施工作业段根据天气预报情况确定长度，及时碾压成型。3)合理安排各施工项目的劳动力，将需要劳动力少的项目和工序安排在农忙季节，尽量雇佣不受农忙干扰的长期劳动力和临时工。2.2.5．环境保护和文明施工措施1)制定合理、可行的环境保护措施。如扬尘控制措施、噪声控制措施、生态保护和废弃物的处理。2)制定合理、可行的文明施工措施。如自觉遵守当地民俗与习惯，文明施工、科学施工、杜绝违章蛮干，驻地建设标准化等。第三章工程进度22 3.1施工方法3.1.1路基的填料1.1沿线土质多为沙土，填料含水量不易控制，CBR值在5.8~13.4%左右，基本能满足路床填料CBR值要求，填料选取时尽量选择压实、水稳定性好的砂砾土，控制好含水量，保证路基压实度。1.2填筑时不同填料应分层填筑，每一层填料应一致，严禁使用淤泥、腐殖土，含杂草、树根等含水饱和的湿土，透水性不良的土应控制其含水量在最佳含水量±2%之内，路床顶面横坡应与路拱横坡一致。3.1.2路基的压实2.1路基压实根据现场试验确定松铺厚度、平整度、最佳含水量，最大松铺厚度不应超过30cm，填至路床顶面最后一层的最小压实厚度，不应小于8cm。路床40cm范围采用5%石灰稳定土处治，石灰用量可依据CBR值要求（通过试验确定）路基压实度应符合以下要求：路基压实度指标（重型)项目分类路面底面以下深度（cm)压实度（%）填方路基上路床0~30≥96下路床30~80≥96上路堤80~150≥94下路堤>150≥93零填及路堑路床0~80≥962.2为保证土路肩的稳定，土路肩培土的压实度要求≥90%。3.1.3构造物两侧路基为减少构造物两侧路基产生不均匀沉降，减轻跳车现象，提高车辆行驶的舒适性，对台后路基填土高度大于2m的桥梁、明涵、明通道两侧路基填筑需进行特殊处理。地基根据沉降计算，若不满足要求，采用砂砾垫层+土工格栅处理，基底压实度不小于92%；桥涵台背填料应以砂砾和卵砾石等透水性填料为首选。处理范围是底部长度为6m+填土高度，顶部长度4.5+2.0倍的填土高度。压实度不低于96%。22 3.1.4高填路基处理对于半幅高填方的路基，原地面清表后，对半幅高填地基进行强夯，然后铺设砂砾垫层+土工格栅，提高表层土体强度和水稳定性，防止地基湿陷变形；对V型沟的路基填筑，基底与涵洞底同时采用强夯处理，提高地基的强度，提前完成地基沉降过程，减少对填筑路基的影响。1）铺单向土工格栅土工格栅的材料质量指标应符合设计要求，外观无破损、无老化、无污染现象。土工格栅施工技术要求如下：①铺设土工格栅的土层表面应平整，表面严禁有碎、块石等坚硬凸出物；在距土工格栅8cm以内的路基填料其最大粒径不得大于6cm②单向土工格栅在铺设过程时，应将格栅受力方向置于垂直于路堤轴线方向；③土工格栅的搭接应牢固，在受力方向联结处的强度不得低于材料设计抗拉强度，且其叠和搭接长度不应小于300~600mm；④土工格栅不允许有褶皱，应人工拉紧并采用插钉等措施固定土工格栅于填土层表面；⑤土工格栅铺筑后应及时填土（暴露时间不应超过48h），格栅上的第一层填土应采用轻型推土机或前置式装载机逐段推进。一切车辆、施工机械只允许沿路基的轴线方向行驶，禁止直接在格栅上行驶；⑥土工格栅上铺筑石灰土时，须采用场外拌和法施工。2）砂砾垫层原地面清表后清除杂草、树根整平后，铺设砂砾层，铺筑要求做到均匀且分层摊铺，先采用中型压路机稳压，再采用重型压路机振动碾压3）强夯法施工通过强夯处理地基，能提高土的强度并降低土的压缩性，改善土的振动液化条件，消除湿陷性黄土的湿陷性。因此，对填方路堤高度大于12米的路段，采用强夯对地基和路堤进行补强处理。每填高8m,对路堤顶部进行强夯处理。①22 一般情况下夯锤重可取10~20t。其底面形式宜采用圆形。锤底面积宜按土的性质确定，锤底静压力值可取25~40kpa，对于细颗粒土锤底静压力宜取小值。锤的底面宜对称设若干个与其顶面贯通的排气孔，孔径可取250~300mm。②强夯施工宜采用带自动脱钩装置的履带式起重击或其它专用设备。采用履带式起重机时，可在臂杆端部设置辅助门架，或采用其它安全措施，防止落锤时机架倾覆。③当地下水位较高，夯坑底积水影响施工时，宜采用人工降低地下水位或铺填一定厚度放入松散性材料。夯坑内或场地积水应及时排除。④强夯施工前，应查明场地内范围的地下构筑物和各种地下管线的位置及标高等，并采取必要的措施，以免因强夯施工而造成破坏。⑤当强夯施工所产生的振动，对邻近建筑物或设备产生有害的影响时，应采取防振或隔振措施。⑥强夯施工可按下列步骤进行：A.清理并平整施工场地；B.标出第一遍夯点位置，并测量场地高程；C.起重机就位，使夯锤对准夯点位置；D.测量夯前锤顶高程；E.将夯锤起吊到预定高度，待夯锤脱钩自由下落后，放下吊钩，测量锤顶高程，若发现因坑底倾斜而造成夯锤歪斜时，应及时将坑底整平；F.按设计规定的夯击次数及控制标准，完成一个夯点的夯击；G.重复步骤3）至6），完成第一遍全部夯点的夯击；H.用推土机将夯坑填平，并测量场地高程；I.在规定时间间隔后，按上述步骤逐次完成全部夯击遍数，最后用低能量满夯，将场地表层松土夯实，并测量夯后场地高程。⑦强夯施工过程中应有人负责下列监测工作：A.开夯前应检查夯锤重和落距，以确保单击夯击能量符合设计要求；B.在每遍夯击前，应对夯点放线进行复核，夯完后检查夯坑位置，发现偏差和漏夯应及时纠正；C.按设计要求检查每个夯点的夯击次数和夯沉量。⑧施工过程中应对各项参数及施工情况进行详细记录。22 3.1.5、其它施工注意事项①路基原地面清表压实厚度不小于30CM，土方填筑前，应做好原地面临时排水设施，开挖路基临时排水沟，并与永久性排水设施相结合。排除的雨水，不得流入农田、耕田，亦不得引起排水沟淤积和路基冲刷。②填筑时工作面应做成2~3%的横坡度，填筑至路基高程后其顶面应修整，以利排水。③路基边坡两侧按加宽50cm填筑。3.1.6陡坡路基及桥涵台背处理对于原地面坡度大于1:2.5的地基清表后，开挖台阶，台阶宽度应不小于2.5m，高度为60cm，每层台阶铺筑单向土工格栅，其宽度为台阶宽度+3m，土工格栅强度不小于110KN/m。为减少构造物两侧路基产生不均匀沉降，减轻跳车现象，提高车辆行驶的舒适性，对桥梁、通道及涵洞两侧路基填筑需进行特殊处理。除加强地基处理外，桥涵台背采用砂砾石土回填。3.1.7填挖交界处处理土工格栅分上下两层铺筑：下层设于路床底面，上层设于下路床上端50cm处，单层土工格栅宽度20m，填挖交界处各处一半。位于纵向填挖交界处20m宽挖方段厚80cm土层应超挖回填，回填材料采用石灰土。3.1.8路基防护路基防护主要分为路堤边坡防护和路堑边坡防护。一路堤边坡防护1路堤边坡高度≤5米时，采用草灌结合防护，草种建议采用黑麦草和翦股颖，灌木建议紫穗槐，每2平一棵密度栽植，土路肩采用三维网+植草防护，护坡道同边坡防护。2路堤边坡高度>5米时，采用拱形骨架防护，顶部2米范围及土路肩采用三维网+植草防护。拱格内采用草灌结合防护，灌木在每个框格中种植3-4棵灌木。草种建议采用黑麦草和翦股颖，灌木建议紫穗槐。322 大中小桥桥头锥坡，后台10cm范围采用C20砼预制六棱快全防护；分离式立交桥头锥坡，后台10m范围内采用C20砼预制空心六棱块防护,格内植草。4填方边坡坡脚易受水冲刷的冲沟路段，边坡坡脚处1.5米高范围采用M7.5浆砌片石防护。5在一些陡坡路段，填方路基悬于陡坎难以填筑时，应修建护挡墙。二路堑边坡防护路堑边坡防护是边坡防护中的重点，对于本项目工程，路堑边坡防护根据挖方边坡土质情况，主要采用菱形骨架防护挂网+湿法喷播防护有机材喷射防护，草灌结合防护等几种主要防护形式。1土质挖方段单极坡H≤12m时，一坡到顶，坡度应缓于或等于1:0.75，采用菱形骨架防护，骨架内采用草灌结合防护。H＜10m时，边坡坡率为1:0.5，采用挂网+施法湿法喷播防护。多级坡中，一二级坡坡率为1:0.5，采用挂网+湿法喷播防护，三级及三级以上边坡坡率采用1:0.75或1:1,（若为顶级坡，则采用1:1），边坡采用草灌防护。2卵砾石土边坡：单级坡时，边坡坡率为1:1，采用草灌结合防护。多级边坡时，一二级边坡坡率为1:1，一级边坡采用菱形骨架防护，格内采用草灌结合防护，二级边坡可直接采用草灌结合防护，若二级边坡为土质，则坡率为1:0.5，采用挂网+施法湿法喷播防护。三级及三级以上边坡坡率为1:0.5-1:1，采用草灌结合防护。3泥岩砂岩砂砾等弱胶结石质边坡，采用有机材喷射防护，顶部部若为土质边坡，其坡度为1:1，采用草灌结合防护。4挖方边坡均采用1米高坡脚墙护砌。一草灌结合防护草籽要选择适合当地气候条件根系发达分生能力强抗性强耐贫瘠的植物草籽，如黑麦草和翦股影等；灌木采用紫穗槐，种植密度每2平米一棵栽植。二拱形骨架+草灌结合防护122 垢工材料：石料采用抗压强度不低于30MPa,,其尺寸应满足规范要求尺寸：预制件采用C20混凝土预制，采用水泥、砂、石材料要求及配合比参见相关技术规范。混凝土预制件的混凝土等级及尺寸应符合图纸所示，预制块应按图纸所示尺寸制模。2种植土：拱格内植土用种植土，尽量利用原场地清表土，若采集的土壤不适合植物生长，应在土壤中添加肥料和土壤改良剂进行改良。种植土要求为：土壤粘砂适中，疏松多孔，密实度良好。PH值为6-7，有机含量大于1.5%，含水量15-20%左右，无杂质、无病菌、虫卵、无有害物质以及大于25mm的石块、棍棒、垃圾等。回填土要经过翻晒、晾干、碾压、过筛成均匀的细粒土。3施工工艺施工顺序：人工清坡---坡面上人工开槽-----码砌M7.5水泥砂浆砌片石----挖坑-----种植草灌-----养护。a按要求进行人工修坡，清除表层不稳定块体和浮土，修坡后坡面整体应平顺、自然。坡面平整度要求在5-8/2m2之内，压实度满足规范要求。b在坡面上贴坡开槽并进行圬工砌筑，砌筑完毕后，整个浆砌片石外表面在同一平面上，平顺、自然，每个拱格内多余的土应挖除。砌筑完毕后开挖的槽应用原土回填并夯实。C拱格内进行草灌结合，其具体要求见草灌结合防护说明。三挂网+湿法喷薄防护1挂网挂网采用8号镀锌铁丝编制的铁丝网，网孔间距5*5cm，铁丝网搭接宽度不小于20cm。挂网锚固钢筋采用风钻成空，成空直径40mm，并注入M30水泥砂浆锚固，钢筋间距为3米。2喷薄材料喷薄绿化的喷浆混合物需加入如下材料：草种、土壤复合肥、土壤改良剂、纤维（或纸浆）、着色剂、保水剂、水等。粘合剂用量不宜太多，否者影响种子发芽，根据边坡缓陡情况而定，一般缓边坡用量较少。材料加入顺序：先加入纤维、种子、肥料、水，待水加到2/3开始搅拌，边搅拌边缓慢加入粘合剂，充分搅拌，形成均匀的溶液后再喷薄。切忌先加入粘合剂和土壤改良剂再加水。22 3液压喷薄采用液压喷播机将混有种子、肥料、土壤改良剂、种子粘结剂、保水剂和水的混合物均匀的喷洒在坡面上，喷薄完后，可视情况撒少许土，以覆盖网包为宜。4施工方法在修整好的路基挖方边坡坡面上先施工锚固钢筋，然后悬挂镀锌钢丝网，再进行喷薄，尽量从正面进行喷射，凸凹部死角要补喷，禁止雨天进行喷薄，喷薄后立即覆盖无纺布，养生时间一般不应少于45d。5养护覆盖无纺布并及时洒水养护，直至种草。养护期不宜低于45d，以喷灌水为主，经常保持土壤湿润，以促进种子发芽和快速生长覆盖;种苗长出后应追施氮肥，促苗转青：发现病虫害时应及时喷药，防止蔓延。四有机材喷射防护有机材喷射防护适用于路堑边坡稳定，坡面冲刷轻微的砂岩、泥岩等边坡土质较贫瘠不利植物生长的边坡防护。1挂网铁丝网采用8号镀锌铁丝编制，网孔间距5*5cm，铁丝网与岩面间保持5-7cm间隙，铁丝网搭接宽度不小于20cm。挂网锚固钢筋采用风钻成空，成空直径40mm，并注入M30水泥砂浆锚固，钢筋间距为2米。2有机基材有机材作为植物生长的基盘，其配料是绿化成功的因素。施工单位应对其使用的有机基质负责，使用的有机基材必须提供成功的实验工点资料，并经检验合格。设计喷薄厚度10cm,若检验喷薄厚度小于10cm,可视为不合格。3施工方法在修整好的路基挖方边坡坡面上先施工锚固钢筋，然后悬挂镀锌钢丝网，再施工纵、横向钢筋框条并与锚筋焊接，将镀锌钢丝网与纵横向钢筋框条用Φ22 2.2镀锌钢丝扎牢，同时将镀锌钢丝网与坡面的距离保持5-7cm，再喷薄无机基材，尽量从正面喷射，凹凸部死角要补喷，有机基材喷射后，应现场验收，验收表准为：随机抽取1m*1m范围检验，基材应无流失，基本无剥离、无收缩裂缝；随机抽取3m*1m范围检测10个点，其均值厚度与设计厚度偏差不应小于±5%。1养护覆盖无纺布，并定期养护边坡直至种草成坪。坡面有地下渗水的地方应设置适当的导水管引排地下水至坡外。五菱形骨架防护+草灌结合防护1圬工材料：石料选用抗压强度不低于30MPa,其尺寸应应满足规范要求尺寸。2种植土：格内填土用种植土，尽量利用原场地清表土，若采集的土壤不适合植物生长，应在土壤中添加肥料和土壤改良剂进行改良。种植土要求为：土壤粘砂适中，疏松多孔，密实度良好。PH值为6-7，有机含量大于1.5%，含水量15-20%左右，无杂质、无病菌、虫卵、无有害物质以及大于25mm的石块、棍棒、垃圾等。回填土要经过翻晒、晾干、碾压、过筛成均匀的细粒土。3施工顺序：人工清坡---坡面上人工开槽-----码砌M7.5水泥砂浆砌片石----挖坑-----植草----养护。a按要求进行人工修坡，清除表层不稳定块体和浮土，修坡后坡面整体应平顺、自然。坡面平整度要求在5-8/2m2之内，压实度满足规范要求。b在坡面上贴坡开槽并进行圬工砌筑，砌筑完毕后，整个浆砌片石外表面在同一平面上，平顺、自然，每个拱格内多余的土应挖除。砌筑完毕后开挖的槽应用原土回填并夯实。C拱格内进行草灌结合，其具体要求见草灌结合防护说明。3.2路基施工方案3.2.1施工准备1.技术准备2.测量放线定桩3.放样线路中心线、边桩，确定路基填筑范围。4.机械施工技术准备5.对操作人员进行技术交底，认真学习有关设计文件，做好施工技术方案和机械作业的流水顺序，使施工现场的土木和机械两方面的施工人员全面理解试验方案和技术质量要求。22 1.路基填料2.根据图纸设计及试验数据，沿线土质多为粉土，填料含水量不易控制，CBR值在5.8~13.4%左右，基本能满足路床填料CBR值要求，填料选取时尽量选择压实、水稳定性好的砂砾土，控制好含水量，保证路基压实度。3.填筑时不同填料应分层填筑，每一层填料应一致，严禁使用淤泥、腐殖土，含杂草、树根等含水饱和的湿土，透水性不良的土应控制其含水量在最佳含水量±2%之内，路床顶面横坡应与路拱横坡一致。4.试验段填料选用砂砾土。5.将原有便道整平，碾压，确保便道满足运输要求。3.2.2人员及机具1施工组织机构及人员配备情况由项目副经理王磊任施工管理负责人，并配备技术负责人及技术施工人员，物资、设备均配有专人负责，2施工机具及测量、试验仪器配备情况（1）组织挖装、运输、摊铺、压实机械和设备进场，并对机械进行安装调试。机械设备见下表试验段主要施工机械一览表序号名称型号数量（台）1平地机PY160B32推土机TY-16083挖掘机EX220204压路机YZ22t+YZ20t85自卸汽车东风（8t）86洒水车东风-14067装载机ZL-50322 （2）试验、测量仪器配置见表测量及试验仪器配备一览表序号仪器设备名称规格型号单位数量1电子天平2000g台102平整度检测尺3m把53灌砂桶1000ml套84全站仪尼康台15水平仪DSC132台91试验段施工工艺1、路基填筑按“三阶段、四区段、八流程”的施工工艺组织施工。填方工艺流程见图2、填筑前的准备①路基填筑前，已对原地面进行了填前碾压，并经监理工程师检验合格。②用全站仪准确测设路基每25m的中桩、边桩位置；为保证路基边缘压实度，路基两侧各加宽填筑100cm。用水准仪测出填铺厚度控制桩的标高（松铺系数初步定为1.5）。③22 填料试验：土方填筑前对取土坑土样进行取样试验，按《公路土工试验规程》规定的方法进行最佳含水量与最大干密度、液限和塑限及土壤击实试验、CBR承载比试验等。④试验段由低处分层开始向上填筑，即从大里程往小里程填筑，填至设计标高后，按设计坡率刷边坡并整型。3.2.3路基土石方填筑①填筑区域划分砂砾土从路基小里程至大里程平均分为25cm区、30cm区、35cm区。②填筑土方自卸汽车每车装土15m3,按松铺厚度25、30、35㎝，松铺系数1.5分别计算出卸料面积分别为60、50、43m2。在填土范围内按10m×10m方格洒灰线，施工现场由专人指挥车辆按网格卸土。③填筑采用纵向全断面水平填筑，宽度按设计宽度每侧加宽50cm。标高及平整度的控制A、摊铺填料时采用推土机粗平，平地机精平并配合人工修补。B、根据松铺厚度标记的中桩、边桩高度，重新对填料顶标高进行复核。④碾压及压实度控制A、碾压时，采用振动压路机先静压一遍，弱振碾压一遍，强振碾压2～6遍（同步检测结果定），弱振碾压一遍，最后再静压一遍消除轮迹；即：静压、弱振、强振、弱振、静压。碾压行驶速度开始用慢速（宜为2-3km/h），最大速度不超过4km/h，碾压采取从两侧向中心的顺序，纵向进退式碾压，行与行轮迹重叠1/3，横向同层接头处重叠0.4～0.5m，相邻两区段纵向重叠1～1.5m。碾压时确保均匀，无漏压、无死角、无明显轮迹。B、每层碾压开始后，试验工程师从碾压第四遍开始每碾压一遍检测一次压实度。记录达到压实标准后的碾压遍数、压实后标高，计算压实厚度，并将检测结果及时通知路基负责人并做好记录。⑤标高、横坡检测（1）压实合格后重新进行控制点的放样，并用水准仪对填料顶的标高和平整度进行检测，计算横坡度。（2）22 根据填筑前后高程差计算压实厚度，推算松铺系数。松铺系数记录表见附表。3.2.4质量保证措施1原材料控制（1）填料质量、规格符合设计要求，填筑前对取土场填料进行取样检验；（2）填筑时对运至现场的填料进行抽样检验；（3）当填料土质发生变化或更换取土场时，应重新进行检验；2施工质量控制（1）整个施工过程现场监理旁站；（2）路基填筑按“三阶段、四区段、八流程”有序施工；（3）填筑宽度每侧大于设计宽度50cm，确保边坡压实系数满足设计要求；（4）填筑前，在填筑范围内画4mX4m方格，根据填筑厚度计算每方格倒土量；（5）摊铺时，路基两侧挂线，控制路基纵坡及松铺厚度，先用推土机粗平，再用平地机精平，横坡为人字形坡，坡度为3~4%；（6）碾压时，先静压，再用平地机进行平整，确保平整度允许偏差不大于15mm，再根据试验段初步设计的碾压方法进行碾压，最大碾压速度不大于4km/h；（7）各区段交接处互相重叠压实，纵向搭接长度不小于2m，纵向行与行之间的轮迹重叠不小于40cm，上下两层填筑接头错开不小于3m；　（8）压实度检测频率按照每200m每压实层测4处；（10）试验段两端每填筑一层留宽度不小于2m的台阶。3.2.5安全保证措施（1）各种机械操作人员必须持证上岗，严禁酒后作业施工；（2）机械定期保养，确保机械处于良好的工作状态；（3）工程机械在使用过程中，必须遵守安全规程。（4）大型机械作业半径内严禁闲置人员靠近，施工场地严禁非人员进入。3.3劳动力计划各施工队计划时间表施工单位工作项目人数进度安排施工时间（d）起始时间结束时间22 第一家施工单位施工准备202010-11-012011-11-1010场地整理202010-11-112011-11-155原地面清表302010-11-162010-11-3015挖方段挖方302010-12-012011-7-31240填方段强夯102010-12-012011-1-3162填方段填方202011-2-12011-7-31180施工单位工作项目人数进度安排施工时间（d）起始时间结束时间第二家施工单位边坡102011-8-12011-8-3192土路肩102011-9-12011-9-3192护坡道102011-9-12011-10-3192边沟102011-8-12011-9-3192截水沟102011-8-12011-8-3192急流槽102011-8-12011-8-3192排水槽102011-9-12011-10-3192集水井102011-9-12011-10-31923.4主要材料计划表序号材料名称单位数量来源运输方式12345622 1原木M3361汽车2水泥t5943钢才t384碎石t12500自采5沙子t71706石灰t237土工格栅㎡145878土工布㎡58941结论施工组织设计是施工单位领导、职能部门指导施工准备工作、全面布置施工活动、指挥生产开展工作、进行项目管理、控制施工进度的依据。本施工组织设计设计包含了从人员进场到工程结束的详细流程，有施工方案，施工措施，材料计划等等，通过本施工组织设计，我们可以有一个明确的目标，无论是生产上还是技术上都能得心应手，在实际施工中，希望本施工组织设计能给现场的工作人员和管理人员带来方便。310国道商丘至开封段七标民权境内，总长约11.322公里。分三个施工队平行施工。起点K437+539终点K448+860。工期紧，任务重，大家相互配合，技术员做好技术，熟练掌握施工工艺流程，做好工作计划，认真阅读规范，施工方配合技术员，做好现场的施工，共同努力，务必完成任务。致谢22 短短的三年时光一晃而过，不经意间我已经要离开这个熟悉的校园，三年里，我们风风雨雨共同走过，三年里，我们日日夜夜同舟共济，或喜或悲，至少我们曾经拥有过那段经历，路桥的男儿是向上的，是激进的，我相信我们在以后的生活中会乘风破浪。路桥的女孩也是巾帼不让须眉，相信她们在以后的事业上也是蒸蒸日上，爱情圆满甜美。路桥的老师们呕心沥血，他们对我们的教诲我会铭记于心，我们的辅导员毛老师在生活和学习上总是对我们无微不至，还有万老师，魏老师，郑老师，吴老师，张老师，宋老师我就不在这一一列举了，毕业了，我们离开了学校，有了自己的工作，不管顺不顺心，希望大家都能够坚强勇敢的走下去，相信我们的明天是美好的参考文献：[1]田永复.《怎么编写施工组织设计》.北京：建筑工业出版社，1999[2]公路桥涵设计通用规范JTGD60—2004.北京：人民交通出版社[3]廖正环.《公路施工与管理》.人民交通出版社.1999[4]廖正环.《公路施工项目管理知识百问》.人民交通出版社.2004内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&M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